Bending Fatigue of Cable Stays-Reference-Cited by-同舟云学术

Bending Fatigue of Cable Stays

Published:2001-12 Issue:6 Volume:6 Page:639-644
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Dowd J.¹¹²²³,Poser M.¹¹²²³,Frank K. H.¹¹²²³,Wood S. L.¹¹²²³,Williamson E. B.¹¹²²³

Affiliation:

1. Grad. Res. Asst., 10100 Burnet Rd., Build. 177, Ferguson Structural Engineering Laboratory, University of Texas, Austin, TX 78758.

2. Prof. of Civ. Engrg., 10100 Burnet Rd., Build. 177, Ferguson Structural Engineering Laboratory, University of Texas, Austin, TX 78758.

3. Asst. Prof. of Civ. Engrg., 10100 Burnet Rd., Build. 177, Ferguson Structural Engineering Laboratory, University of Texas, Austin, TX 78758.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282001%296%3A6%28639%29

Reference7 articles.

1. Bosch H. R. ( 1999). “Wind-induced vibration of bridge cables—A national and international overview.” Workshop on Rain-Wind Vibration in Cable-Stayed Bridges Atlanta Ga.

2. Dowd J. A. ( 2001). “Response of stay cables to high-amplitude vibration.” Master's thesis Department of Civil Engineering University of Texas at Austin Austin Tex.

3. Irvine M. ( 1993). “Local bending stresses in cables.” Int. J. Offshore and Polar Engrg. 3(3) 172-175.

4. Miki C. Endo T. and Okukawa A. ( 1992). “Full-size fatigue test of bridge cables.” Length Effect on Fatigue of Wires and Strands Rep. Vol. 66 International Association of Bridge and Structural Engineers Zurich.

5. Virlogeux M. ( 1999). “Recent evolution of cable-stayed bridges.” Engrg. Struct. 21(8) 737–755.

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